CN101353917A - A hollow matrix for filling in-situ concrete - Google Patents
A hollow matrix for filling in-situ concrete Download PDFInfo
- Publication number
- CN101353917A CN101353917A CNA2008103039915A CN200810303991A CN101353917A CN 101353917 A CN101353917 A CN 101353917A CN A2008103039915 A CNA2008103039915 A CN A2008103039915A CN 200810303991 A CN200810303991 A CN 200810303991A CN 101353917 A CN101353917 A CN 101353917A
- Authority
- CN
- China
- Prior art keywords
- hollow carcass
- hollow
- wall
- carcass
- belt
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 59
- 238000011065 in-situ storage Methods 0.000 title abstract description 8
- 239000011159 matrix material Substances 0.000 title description 3
- 230000002787 reinforcement Effects 0.000 claims abstract description 53
- 210000001161 mammalian embryo Anatomy 0.000 claims description 39
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000007667 floating Methods 0.000 claims description 7
- 239000003562 lightweight material Substances 0.000 claims description 4
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 208000029277 split foot Diseases 0.000 claims description 2
- 239000012779 reinforcing material Substances 0.000 claims 1
- 239000011150 reinforced concrete Substances 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 22
- 229910000831 Steel Inorganic materials 0.000 description 17
- 239000010959 steel Substances 0.000 description 17
- 238000004519 manufacturing process Methods 0.000 description 15
- 239000000835 fiber Substances 0.000 description 6
- 239000002002 slurry Substances 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000009413 insulation Methods 0.000 description 3
- 230000001788 irregular Effects 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 2
- 230000002457 bidirectional effect Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000010451 perlite Substances 0.000 description 2
- 235000019362 perlite Nutrition 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 206010003549 asthenia Diseases 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
Images
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
一种现浇砼填充用空心胎体，包括空心胎体(1)、撑脚(2)，撑脚(2)设置在空心胎体(1)的外壁(3)上，外壁(3)围合形成有空腔(4)的空心胎体(1)，其特征在于在撑脚(2)的外壁(3)上有空心胎体(1)的外壁(3)的胚体边接合的胶结带(5)，胶结带(5)设置于两撑脚(2)之间，空心胎体(1)为多面体，胶结带(5)内有增强物(9)。适用于现浇钢筋砼或预应力钢筋砼的空心的板、楼盖、屋盖、墙体、基础底板以及桥梁使用，尤其适用于空心无梁楼盖使用。
A hollow carcass for filling cast-in-situ concrete, comprising a hollow carcass (1) and supporting feet (2), the supporting feet (2) being arranged on the outer wall (3) of the hollow carcass (1), and the outer wall (3) surrounding A hollow carcass (1) formed with a cavity (4) is characterized in that the outer wall (3) of the hollow carcass (1) is bonded to the outer wall (3) of the hollow carcass (1) The belt (5) and the cementing belt (5) are arranged between the two legs (2), the hollow carcass (1) is a polyhedron, and the cementing belt (5) has reinforcements (9). It is suitable for hollow slabs, floors, roofs, walls, foundation slabs and bridges of cast-in-place reinforced concrete or prestressed reinforced concrete, especially for hollow beamless floors.
Description
本申请是申请日为2004年9月2日、申请号为2004101552725、名称为“一种现浇砼填充用空心胎体”的发明专利申请的分案申请。This application is a divisional application of an invention patent application with an application date of September 2, 2004, an application number of 2004101552725, and a title of "a hollow matrix for filling cast-in-place concrete".
(一)技术领域 (1) Technical field
本发明涉及一种现浇砼填充用空心胎体。The invention relates to a hollow matrix for filling cast-in-place concrete.
(二)背景技术 (2) Background technology
目前，现浇砼空心楼盖是应用较广的楼盖结构形式，其内填充的轻质永久胎模有各种空心管和盒子，盒子有空心的或实心的。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利，它公开了一种薄壁模壳构件，包括上板、周围侧壁、下底，上板、周围侧壁、下底围成多面体空腔。又如专利号为ZL00203695.9、名称为“组合砼暗肋楼盖板”实用新型专利，其说明书中公开了一种模壳构件，它可以是实心的，也可以是空心的，其外形可根据设计要求制成长方形、圆形、多边形等形状。但是这类空心胎体应用于楼盖施工时，不能准确地将空心胎体布置在楼盖的中间层位置，而影响楼盖的施工质量。为此，专利号为ZL01215092.4、名称为“建筑构件”实用新型专利，所公开的建筑构件是一个多面体，可以是空心的，也可以是实心的，为了保证这种建筑构件应用于楼盖时布置在楼盖的中间层位置，在多面体的外壁面上设置有凸起的撑脚，这样，浇注楼盖时，撑脚可保证空心多面的主体空腔部位正好位于楼盖的中间层位置，从而较好地解决了上述问题，但是这种建筑构件在生产时制作不方便，生产效率低，不便于流水线生产，成本高。因此，研制一种新型的现浇砼填充用空心胎体已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure. The lightweight permanent tire molds filled in it include various hollow tubes and boxes, and the boxes are hollow or solid. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral cavity. Another example is that the patent No. is ZL00203695.9, and the name is called "combined concrete hidden rib floor slab" utility model patent, which discloses a formwork member in its specification, which can be solid or hollow, and its shape can be According to design requirements, it can be made into rectangle, circle, polygon and other shapes. However, when this type of hollow carcass is used in floor construction, the hollow carcass cannot be accurately arranged at the middle layer of the floor, which affects the construction quality of the floor. For this reason, the patent number is ZL01215092.4, and the utility model patent titled "Building Components" discloses a building component that is a polyhedron, which can be hollow or solid. It is arranged in the middle layer of the floor, and the outer wall of the polyhedron is provided with protruding legs, so that when the floor is poured, the legs can ensure that the hollow multi-faceted main cavity is just at the middle layer of the floor. , thereby better solving the above-mentioned problems, but this building component is inconvenient to manufacture during production, and the production efficiency is low, and it is not convenient for assembly line production, and the cost is high. Therefore, it is badly in need of developing a kind of novel hollow carcass for pouring-in-place concrete filling.
(三)发明内容 (3) Contents of the invention
本发明的目的在于提供一种现浇砼填充用空心胎体，具有制作容易、生产效率高、整体性好、成本低等特点。The object of the present invention is to provide a hollow carcass for filling cast-in-place concrete, which has the characteristics of easy manufacture, high production efficiency, good integrity and low cost.
本发明的解决方案是在现有技术的基础上，包括空心胎体、撑脚，撑脚设置在空心胎体的外壁上，外壁围合形成有空腔的空心胎体，其特征在于在撑脚的外壁上有空心胎体的外壁的胚体边接合的胶结带，胶结带设置于两撑脚之间，空心胎体为多面体，胶结带内有增强物。这样，由于撑脚的外壁上有空心胎体的外壁的胚体边接合的胶结带，胶结带设置于两撑脚之间，在空心胎体制作时，可先在摊开的模具上，摊铺水泥料浆胚体，然后将模具围合，将料浆胚体边接合胶结，形成外壁的胶结带，在最后形成的接合胶结带的外壁上，在胶结带的两边设置撑脚，待料浆硬化后，养护至规定龄期，即可得到所述的空心胎体，其制作容易、生产效率高、整体性好、成本低；从而达到了本发明的目的；此外，空心胎体还具有结构简单、强度高、刚度大、抗变形、抗振动性能优良、施工速度快等特点，适用于现浇钢筋砼或预应力钢筋砼的空心的板、楼盖、屋盖、墙体、基础底板以及桥梁使用，尤其适用于空心无梁楼盖使用。The solution of the present invention is based on the prior art, including a hollow carcass and a support foot, the support feet are arranged on the outer wall of the hollow carcass, and the outer wall is enclosed to form a hollow carcass with a cavity, which is characterized in that the support On the outer wall of the foot, there is a cementing belt joined by the embryo body edge of the outer wall of the hollow carcass. The cementing belt is arranged between the two legs. The hollow carcass is a polyhedron, and there are reinforcements in the cementing belt. In this way, since the outer wall of the supporting legs has the cementing belt joined by the embryo body edge of the outer wall of the hollow carcass, the cementing band is arranged between the two supporting legs. Spread the cement slurry embryo body, then enclose the mold, join and cement the sides of the slurry embryo body to form a cemented belt on the outer wall. After the pulp is hardened, the hollow carcass can be obtained by curing it to the specified age, which is easy to manufacture, high in production efficiency, good in integrity, and low in cost; thereby achieving the purpose of the present invention; in addition, the hollow carcass also has Simple structure, high strength, high rigidity, anti-deformation, excellent anti-vibration performance, fast construction speed, etc., suitable for hollow slabs, floors, roofs, walls, and foundation slabs of cast-in-place reinforced concrete or prestressed reinforced concrete And the use of bridges, especially for the use of hollow beamless floors.
本发明的特征还在于所述的空心胎体的侧面外壁上设置有悬挑的肋间距限宽件。这样，在空心胎体的侧面外壁上设置有悬挑的肋间距限宽件后，当空心胎体应用于现浇砼空心楼盖中时，肋间距限宽件能有效地保证楼盖中暗肋的宽度与设计宽度一致，在起到限位的同时，肋间距限宽件还可起到承托肋间钢筋的作用，以及对钢筋进行定位的作用，使暗肋上部钢筋不会掉到暗肋的下部，从而有效地保证现浇砼空心楼盖的浇筑质量。The present invention is also characterized in that a cantilevered rib spacing width limiting member is arranged on the side outer wall of the hollow carcass. In this way, after the cantilevered rib spacing width-limiting parts are arranged on the side outer wall of the hollow carcass, when the hollow carcass is applied to the cast-in-situ concrete hollow floor, the rib spacing width-limiting parts can effectively ensure the dark space in the floor. The width of the rib is consistent with the design width. While limiting the position, the rib spacing width limiting piece can also play the role of supporting the reinforcement between the ribs and positioning the reinforcement so that the reinforcement on the upper part of the hidden rib will not fall. The lower part of the hidden rib, thus effectively ensuring the pouring quality of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的空心胎体的外壁上设置有钢筋的垫条或垫块。这样，当空心胎体应用于现浇砼空心楼盖中时，空心胎体的外壁上设置的钢筋的垫条或垫块，可使楼盖中的钢筋架空，使得楼盖中的钢筋与空心胎体之间保持合适的间距，现浇砼后，可保证钢筋完全被现浇砼握裹，从而保证钢筋与现浇砼之间握裹力均匀统一，保证现浇砼楼盖的质量；同时，也可防止钢筋产生锈蚀；而且垫条或垫块的设置使钢筋的布设更方便，可大大方便空心胎体的施工应用。The present invention is also characterized in that the outer wall of the hollow carcass is provided with a reinforcing bar pad or pad. In this way, when the hollow carcass is applied to the cast-in-place concrete hollow floor, the pads or spacers of the steel bars provided on the outer wall of the hollow carcass can make the steel bars in the floor overhead, so that the steel bars in the floor can be connected with the hollow floor. Maintain a proper distance between the carcass. After the cast-in-place concrete is cast, it can ensure that the steel bars are completely wrapped by the cast-in-place concrete, so as to ensure that the binding force between the steel bars and the cast-in-place concrete is uniform and uniform, and the quality of the cast-in-place concrete floor is guaranteed; at the same time , It can also prevent the corrosion of steel bars; and the setting of pads or pads makes the laying of steel bars more convenient, which can greatly facilitate the construction and application of hollow carcass.
本发明的特征还在于所述的空心胎体为多面体。这样，空心胎体为多面体时，生产制作方便，易于实现机械化大批量生产；若空心胎体为规则的多面体空心胎体时，则可更充分满足各种规则设计的楼板的使用需求。同时，本技术领域人员也可根据需求，生产使用不规则的变径的或者异形的多面体空心胎体来满足不同情况下的使用需求，以方便应用。The present invention is also characterized in that the hollow carcass is a polyhedron. In this way, when the hollow carcass is a polyhedron, it is convenient to manufacture, and it is easy to realize mechanized mass production; if the hollow carcass is a regular polyhedral hollow carcass, it can more fully meet the use requirements of various regular-designed floors. At the same time, those skilled in the art can also produce and use irregular polyhedral hollow carcass with variable diameter or special shape according to the requirements to meet the use requirements in different situations and to facilitate the application.
本发明的特征还在于所述的空心胎体为六面体。这样，空心胎体为六面体时，生产制作方便，易于实现机械化大批量生产；若空心胎体为规则的六面体空心胎体时，则可更充分满足各种规则设计的楼板的使用需求。同时，本技术领域人员也可根据需求，生产使用不规则的变径的或者异形的六面体空心胎体来满足不同情况下的使用需求，以方便应用。The present invention is also characterized in that the hollow carcass is a hexahedron. In this way, when the hollow carcass is a hexahedron, it is convenient to manufacture and realize mechanized mass production; if the hollow carcass is a regular hexahedral hollow carcass, it can more fully meet the use requirements of various regular-designed floors. At the same time, those skilled in the art can also produce and use irregular diameter-reducing or irregular hexahedral hollow carcass according to requirements to meet the use requirements in different situations, so as to facilitate the application.
本发明的特征还在于所述的撑脚或者外壁的至少一个中设置有增强物。增强物为钢筋、钢丝、钢筋网、钢丝网、金属薄条带、有机薄条带、纤维带、纤维丝、纤维网、纤维网格布、短纤维中的至少一种。这样，设置有增强物的撑脚或者外壁，其强度得到了极大的提高，同时增强物的多样性便于材料的选用，有利于降低空心胎体的成本。The present invention is also characterized in that at least one of the legs or the outer wall is provided with a reinforcement. The reinforcement is at least one of steel bars, steel wires, steel meshes, steel wire meshes, metal thin strips, organic thin strips, fiber strips, fiber filaments, fiber nets, fiber mesh cloth, and short fibers. In this way, the strength of the legs or the outer wall provided with reinforcements is greatly improved, and the diversity of reinforcements facilitates the selection of materials, which is beneficial to reduce the cost of the hollow carcass.
本发明的特征还在于所述的撑脚或者外壁中的增强物彼此相连。这样，撑脚或者外壁中的增强物彼此相连接后，可大大提高空心胎体的整体性，使其不易开裂，同时，可大幅度降低空心胎体的损耗率，降低施工成本。The invention is also characterized in that said legs or reinforcements in the outer wall are connected to each other. In this way, after the support feet or the reinforcements in the outer wall are connected to each other, the integrity of the hollow carcass can be greatly improved, making it difficult to crack, and at the same time, the loss rate of the hollow carcass can be greatly reduced, and the construction cost can be reduced.
本发明的特征还在于所述的增强物露出空心胎体外。这样，当所述空心胎体应用于楼盖中后，露出空心胎体的增强物和现浇砼结合，可大大改善空心胎体与现浇砼之间的粘结强度，弥补现浇与预制相接合的接合界面强度损失，有利于施工应用。The present invention is also characterized in that the reinforcement is exposed outside the hollow carcass. In this way, when the hollow carcass is applied to the floor, the exposed reinforcement of the hollow carcass is combined with the cast-in-place concrete, which can greatly improve the bonding strength between the hollow carcass and the cast-in-place concrete, and make up for the difference between cast-in-place and prefabricated concrete. The strength loss of the joined joint interface is beneficial to construction and application.
本发明的特征还在于所述的胶结带内有增强物。这样，胶结带内有增强物，合缝质量好，搭接更牢靠，可提高空心胎体的整体性。The invention is also characterized in that said adhesive tape has reinforcements in it. In this way, there are reinforcements in the bonding belt, the seam quality is good, the lap joint is more reliable, and the integrity of the hollow carcass can be improved.
本发明的特征还在于所述的空心胎体上设置有阴角、弧形角、倒角、凹槽、凹坑、孔洞中的至少一个。这样，在结构需要局部加强时，阴角、弧形角、倒角、凹槽、凹坑、孔洞等部位与现浇砼结合，可对结构作局部加强，使结构更为合理；同时在阴角、弧形角、倒角、凹槽、凹坑、孔洞等部位还便于各种管线的布置，有利于降低施工成本。The present invention is also characterized in that the hollow carcass is provided with at least one of internal corners, arc corners, chamfers, grooves, pits and holes. In this way, when the structure needs local reinforcement, the internal corners, arc angles, chamfers, grooves, pits, holes and other parts are combined with the cast-in-place concrete, which can locally strengthen the structure and make the structure more reasonable; Corners, curved corners, chamfers, grooves, pits, holes and other parts are also convenient for the layout of various pipelines, which is conducive to reducing construction costs.
本发明的特征还在于所述的空心胎体的外壁的至少一个面上设置有十字形或者井字形或者米字形的凹槽。这样，空心胎体应用于楼盖时，现浇砼浇注入凹槽内后，形成了现浇的十字或井字或米字形砼加强筋，十字形加强筋加强了空心胎体上部的现浇砼薄板，井字形加强筋可大幅度提高空心胎体上部现浇砼薄板的承载能力，米字形加强筋则使空心胎体上部的现浇砼薄板形成可向八个方向传递应力的多向结构，它们均可有效地提高楼盖的强度与刚度。The present invention is also characterized in that at least one surface of the outer wall of the hollow carcass is provided with cross-shaped or well-shaped or Pozi-shaped grooves. In this way, when the hollow carcass is applied to the floor, after the cast-in-place concrete is poured into the groove, a cast-in-place cross or well-shaped or rice-shaped concrete reinforcing bar is formed, and the cross-shaped reinforcing rib strengthens the cast-in-place concrete on the upper part of the hollow carcass. Concrete thin slabs and well-shaped reinforcing ribs can greatly improve the bearing capacity of the cast-in-place concrete slabs on the upper part of the hollow carcass, and the rice-shaped reinforcing ribs make the cast-in-place concrete slabs on the upper part of the hollow carcass form a multi-directional structure that can transmit stress in eight directions , they can effectively improve the strength and rigidity of the floor.
本发明的特征还在于所述的空腔中设置有加强件。这样，由于空腔中设置有加强件，因而空心胎体的强度与刚度大大提高，在搬运及施工过程中不易出现破损等现象，同时，还可参与楼盖的受力与传力。The present invention is also characterized in that reinforcements are arranged in the cavity. In this way, since the reinforcement is provided in the cavity, the strength and rigidity of the hollow carcass are greatly improved, and it is not easy to be damaged during transportation and construction. At the same time, it can also participate in the force bearing and transmission of the floor.
本发明的特征还在于所述的加强件为预制的空心杆件，空心杆件的两端口与外壁外部相连通，形成连通的孔洞。这样，由于空心胎体上形成有连通的孔洞，在施工过程中浇入砼，可形成现浇与预制相结合的加强件，可大大加强加强件的强度与刚度，同时，可参与楼盖的受力与传力，提高楼盖的力学性能；此外，加强件为空心加强件，可大大减轻空心胎体的重量，便于运输、施工。The present invention is also characterized in that the reinforcing member is a prefabricated hollow rod, and the two ports of the hollow rod communicate with the outside of the outer wall to form a connected hole. In this way, since there are connected holes formed on the hollow carcass, concrete can be poured in during the construction process to form a combination of cast-in-place and prefabricated reinforcements, which can greatly enhance the strength and rigidity of the reinforcements, and at the same time, can participate in the construction of the floor Stress and force transmission can improve the mechanical properties of the floor; in addition, the reinforcement is a hollow reinforcement, which can greatly reduce the weight of the hollow carcass and facilitate transportation and construction.
本发明的特征还在于所述的空心胎体上设置的凹槽与空心杆件的连通的孔洞连接相通。这样，浇入砼时，形成的现浇砼加强筋和空心胎体内的现浇砼加强件相结合，可大大提高楼盖的力学性能，使楼盖结构更为坚固、合理，楼盖的整体性能更好。The present invention is also characterized in that the groove provided on the hollow carcass communicates with the connected hole of the hollow rod. In this way, when pouring concrete, the combination of the cast-in-place concrete reinforcement formed in the hollow carcass and the cast-in-place concrete reinforcement in the hollow carcass can greatly improve the mechanical properties of the floor, making the floor structure more firm and reasonable, and the overall structure of the floor Performance is better.
本发明的特征还在于所述的外壁为平板、弧板、折板、波纹板或其组合的外壁。这样，当外壁为平板时，空心胎体生产制作方便，砼在其外表面流动性好；若为弧板则可使应用其空心胎体的楼板形成连续拱形受力结构，而且在有效提高楼盖内部空心率的同时，可大大增加外壁和现浇砼的接合面积，使空心胎体和现浇砼融合成一整体，可有效地提高楼盖的整体性。The present invention is also characterized in that the outer wall is an outer wall of a flat plate, an arc plate, a folded plate, a corrugated plate or a combination thereof. In this way, when the outer wall is a flat plate, the production of the hollow carcass is convenient, and the fluidity of the concrete on its outer surface is good; if it is an arc plate, the floor slab using its hollow carcass can form a continuous arched stress structure, and it can effectively improve At the same time, the hollow rate inside the floor can greatly increase the joint area between the outer wall and the cast-in-place concrete, so that the hollow carcass and the cast-in-place concrete can be integrated into a whole, which can effectively improve the integrity of the floor.
本发明的特征还在于所述的空心胎体的外壁上设置有至少一个活动的可拆卸式连接盖板，或者盖板上有增强物露出。这样，设置可拆卸连接盖板或露增强物的盖板，在施工中可方便检查其内部结构情况，并方便管线或者其它预制件如开关盒、电线盒、加劲肋、加劲杆等的布设，其上的外露增强物和现浇砼相结合，可使其具有更好的握裹力，施工后，其整体性更好。当增强物从连接盖板上露出后，可大大改善其与现浇砼之间的粘结强度。The present invention is also characterized in that at least one movable and detachable connecting cover is provided on the outer wall of the hollow carcass, or reinforcements are exposed on the cover. In this way, the detachable connection cover plate or the cover plate exposed to the reinforcement can be set to facilitate the inspection of its internal structure during construction, and facilitate the layout of pipelines or other prefabricated parts such as switch boxes, wire boxes, stiffeners, stiffeners, etc. The combination of the exposed reinforcement on it and the cast-in-place concrete can make it have better gripping force, and after construction, its integrity is better. When the reinforcement is exposed from the connecting cover plate, the bonding strength between it and the cast-in-situ concrete can be greatly improved.
本发明的特征还在于所述的连接盖板上设置有与空心胎体连接吻合的连接件。这样，设置有与空心胎体连接吻合的连接件可方便快捷地接合或拆卸盖板；现浇砼时，可有效地防止砼流入空心胎体内部空腔中。连接件可为卡套、螺栓、公母槽、承插件、锯齿件等。The present invention is also characterized in that the connecting cover plate is provided with a connecting piece matching the connection of the hollow carcass. In this way, the connecting piece matched with the hollow carcass can be provided to quickly and conveniently join or disassemble the cover plate; when pouring concrete in place, it can effectively prevent the concrete from flowing into the inner cavity of the hollow carcass. The connecting parts can be ferrules, bolts, male and female grooves, sockets, sawtooth parts, etc.
本发明的特征还在于所述的空心胎体的底面上的撑脚下设置有底板。这样，撑脚下的底板可取代施工过程中的模板，可节省大量的人力、物力，省去模板的装、拆工序，提高施工速度，降低施工难度。The present invention is also characterized in that a bottom plate is arranged under the support feet on the bottom surface of the hollow carcass. In this way, the base plate under the feet can replace the formwork in the construction process, which can save a lot of manpower and material resources, save the assembly and disassembly process of the formwork, improve the construction speed and reduce the construction difficulty.
本发明的特征还在于所述的空心胎体上设置有接线盒、电线管、风管或者水管中的至少一个。这样，可十分方便地布设接线盒、水电管线，风管设置于空心胎体内还可节省外设风管所占的建筑空间，使建筑的有效使用空间提高，水管的设置可十分方便地隐蔽走水，省去管道布设空间，使消防水管布设更为安全方便。The present invention is also characterized in that the hollow carcass is provided with at least one of a junction box, an electrical conduit, an air pipe or a water pipe. In this way, the junction box and water and electricity pipelines can be arranged very conveniently, and the air ducts arranged in the hollow carcass can also save the building space occupied by the peripheral air ducts, so that the effective use space of the building can be improved, and the setting of the water pipes can be easily concealed. Water, saving the space for pipeline layout, making the layout of fire water pipes safer and more convenient.
本发明的特征还在于所述的空心胎体的空腔内局部或全部填充有轻质材料。轻质材料可为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼等。这样，可大大提高空心胎体的保温、隔热、隔音性能。The present invention is also characterized in that part or all of the cavity of the hollow carcass is filled with lightweight materials. Lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or air-entrained lightweight concrete, and the like. In this way, the thermal insulation, heat insulation and sound insulation properties of the hollow carcass can be greatly improved.
本发明的特征还在于所述的空心胎体上设置有凸台模块。这样，根据设计需求，可将不受力砼部位以凸台模块代替，可减轻结构重量，降低楼盖成本。The present invention is also characterized in that the hollow carcass is provided with boss modules. In this way, according to the design requirements, the unstressed concrete part can be replaced by the boss module, which can reduce the structural weight and reduce the cost of the floor.
本发明的特征还在于所述的凸台模块为粘接、焊接、铆接、承插、卡套、螺栓连接固定于空心胎体上，或者凸台模块与空心胎体为一体成型的整体。这样，凸台模块可通过各种各样的方式连接在胎体上，使其制作简单，使用更方便。The present invention is also characterized in that the boss module is fixed on the hollow carcass by bonding, welding, riveting, socket, ferrule or bolt connection, or the boss module and the hollow carcass are integrally formed as a whole. In this way, the boss module can be connected to the carcass in various ways, making it easy to manufacture and more convenient to use.
本发明的特征还在于两个以上的空心胎体可连体组成单向、双向或多向的胎模组件。这样，连体成组的空心胎体可使施工更为简单，施工速度更快，结构更轻，设计更为简便。The present invention is also characterized in that more than two hollow carcass can be joined together to form a unidirectional, bidirectional or multidirectional tire mold assembly. In this way, the conjoined hollow carcass can make the construction simpler, the construction speed faster, the structure lighter, and the design easier.
本发明的特征还在于所述的空心胎体的一组相对两面外壁平行。这样，当上述空心胎体应用于现浇砼空心楼盖中时，相对平行的外壁能形成规则的暗肋，有利于对楼盖内部受力结构进行质量控制。The present invention is also characterized in that a set of opposite outer walls of the hollow carcass are parallel. In this way, when the above-mentioned hollow carcass is applied to the cast-in-place concrete hollow floor, the relatively parallel outer walls can form regular hidden ribs, which is beneficial to quality control of the stressed structure inside the floor.
本发明的特征还在于所述的空心胎体的二组相对两面外壁各自平行。这样，当上述空心胎体应用于现浇砼空心楼盖中时，两组相对两面外壁各自平行，能使楼盖内部的受力暗肋相对平行，可大大优化受力结构体系，提高楼盖的力学性能。The present invention is also characterized in that the two sets of opposite outer walls of the hollow carcass are parallel to each other. In this way, when the above-mentioned hollow carcass is applied to the cast-in-situ concrete hollow floor, the outer walls of the two sets of opposite sides are parallel to each other, which can make the stressed hidden ribs inside the floor relatively parallel, which can greatly optimize the stressed structural system and improve the strength of the floor. mechanical properties.
本发明的特征还在于所述的空心胎体的三组相对两面外壁各自平行。这样，当上述空心胎体应用于现浇砼空心楼盖中时，三组相对两面外壁各自平行，能使楼盖内部的受力暗肋相对平行，可大大优化受力结构体系，提高楼盖的力学性能。The present invention is also characterized in that the three sets of opposite outer walls of the hollow carcass are parallel to each other. In this way, when the above-mentioned hollow carcass is applied to the cast-in-situ concrete hollow floor, the outer walls of the three sets of opposite sides are parallel to each other, which can make the stressed hidden ribs inside the floor relatively parallel, which can greatly optimize the stressed structural system and improve the strength of the floor. mechanical properties.
本发明的特征还在于所述的空心胎体上设置有连接件伸出。这样，在空心胎体上设置有伸出的连接件后，可方便空心胎体之间及空心胎体与其它需要与之连接的构件或钢筋连接，特别是在空心胎体应用于现浇砼空心楼盖中时，可大大方便施工，充分满足不同用户的使用要求。The present invention is also characterized in that the hollow carcass is provided with protruding connectors. In this way, after the protruding connectors are provided on the hollow carcass, it is convenient to connect the hollow carcass and other components or steel bars that need to be connected with it, especially when the hollow carcass is applied to cast-in-place concrete. When it is in the hollow floor, it can greatly facilitate the construction and fully meet the requirements of different users.
本发明的特征还在于所述的撑脚为固定脚。这样，撑脚与空心胎体之间的整体性更好，更便于施工。The present invention is also characterized in that the supporting feet are fixed feet. In this way, the integrity between the support foot and the hollow carcass is better, and construction is more convenient.
本发明的特征还在于所述的撑脚为活动脚。这样，空心胎体应用于现浇砼空心楼盖中时，可大大提高空心楼盖的施工速度，同时，方便搬运，不易损坏撑脚。The present invention is also characterized in that the supporting feet are movable feet. In this way, when the hollow carcass is applied to the cast-in-situ concrete hollow floor, the construction speed of the hollow floor can be greatly improved, and at the same time, it is convenient to carry and not easy to damage the supporting feet.
本发明的特征还在于所述的撑脚为活动分体脚。这样，撑脚为分体脚时，在设置到现浇空心砼楼盖中之前，将撑脚拆卸下来，方便了空心胎体的生产、码放、运输及应用，保证了撑脚的可靠性。The present invention is also characterized in that the supporting feet are movable split feet. In this way, when the supporting feet are split feet, the supporting feet are disassembled before being installed in the cast-in-situ hollow concrete floor, which facilitates the production, stacking, transportation and application of the hollow carcass, and ensures the reliability of the supporting feet.
本发明的特征还在于所述的撑脚为砂浆硬质脚、砼脚或者塑料脚。这样，可方便设计与施工单位选用，有利于降低空心胎体的成本。The present invention is also characterized in that the support feet are mortar hard feet, concrete feet or plastic feet. In this way, it is convenient for design and construction units to choose, and it is beneficial to reduce the cost of the hollow carcass.
本发明的特征还在于所述的空心胎体或/和撑脚上设置有固定或分体的定位抗浮件。这样，在空心胎体或/和撑脚上设置固定或分体的定位抗浮件，在空心胎体应用于现浇砼空心楼盖中时，通过定位抗浮件的固定，可有效地防止空心胎体的移动错位和上浮，可大大提高现浇砼空心楼盖的浇筑质量。The present invention is also characterized in that the hollow carcass or/and the support feet are provided with fixed or separate positioning anti-floating components. In this way, fixed or separate positioning anti-floating parts are arranged on the hollow carcass or/and the support feet. When the hollow carcass is applied to the cast-in-place concrete hollow floor, the positioning anti-floating parts can be fixed to effectively prevent the The dislocation and floating of the hollow carcass can greatly improve the pouring quality of the cast-in-place concrete hollow floor.
(四)附图说明 (4) Description of drawings
图1是本发明实施例1的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 1 is a schematic structural view of
图2是本发明实施例2的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 2 is a schematic structural view of
图3是本发明实施例3的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 3 is a schematic structural view of
图4是本发明实施例4的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 4 is a schematic structural view of
图5是本发明实施例5的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 5 is a schematic structural view of
图6是本发明实施例6的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 6 is a schematic structural view of
图7是本发明实施例7的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 7 is a schematic structural view of Embodiment 7 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图8是本发明实施例8的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 9 is a schematic structural view of
图10是本发明实施例10的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 10 is a schematic structural view of
图11是本发明实施例11的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 11 is a schematic structural view of
图12是本发明实施例12的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 12 is a schematic structural view of
图13是本发明实施例13的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 13 is a schematic structural view of
图14是本发明实施例14的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 14 is a schematic structural view of
图15是本发明实施例15的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 15 is a schematic structural view of
图16是本发明实施例16的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 16 is a schematic structural view of
图17是本发明实施例17的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 17 is a schematic structural view of
图18是本发明实施例18的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 18 is a schematic structural view of
图19是本发明实施例19的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 19 is a schematic structural view of
图20是本发明实施例20的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 20 is a schematic structural view of
图21是本发明实施例21的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 21 is a schematic structural view of
图22是本发明实施例22的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 22 is a schematic structural view of
图23是本发明实施例23的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 23 is a schematic structural view of
图24是本发明实施例24的结构示意图，同时为空心胎体的局部剖视图，可见到空心胎体空腔内部的结构。Fig. 24 is a schematic structural view of
(五)具体实施方式 (5) Specific implementation methods
下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
本发明如附图所示，包括空心胎体1、撑脚2，撑脚2设置在空心胎体1的外壁3上，外壁3围合形成有空腔4的空心胎体1，其特征在于在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，空心胎体1为多面体，胶结带5内有增强物9。各附图中，1为空心胎体，2为撑脚，3为外壁，4为空腔，5为胶结带，以下各附图中，编号相同的，其说明相同。如图1所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间。As shown in the accompanying drawings, the present invention includes a
本发明的特征还在于所述的空心胎体1的侧面外壁3上设置有悬挑的肋间距限宽件6。如图2所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的侧面外壁3上设置有悬挑的肋间距限宽件6。The present invention is also characterized in that the side
本发明的特征还在于所述的空心胎体1的外壁3上设置有钢筋的垫条7或垫块8。如图3所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的顶面外壁3上设置有将钢筋或预埋管线垫离顶面外壁3一定距离的的垫条7。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1为多面体。如图4所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，空心胎体1的顶面外壁3上设置有将钢筋或预埋管线垫离顶面外壁3一定距离的的垫块8，其所述的空心胎体1为多面体。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1为六面体。如图5所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1为六面体。The present invention is also characterized in that the
本发明的特征还在于所述的撑脚2或者外壁3的至少一个中设置有增强物9。如图5所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的外壁3中设置有增强物9，图示增强物9为纤维网。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的撑脚2或者外壁3中的增强物9彼此相连。如图6所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的撑脚2与外壁3中的增强物9彼此相连，图示增强物9分别为钢筋和钢丝网。The invention is also characterized in that said
本发明的特征还在于所述的增强物9露出空心胎体1外。如图6所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，在侧面外壁3中设置有增强物9，其所述的增强物9露出空心胎体1外，图示增强物9为钢丝网。The present invention is also characterized in that the
本发明的特征还在于所述的胶结带5内有增强物9。如图7所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的胶结带5内有增强物9，图示增强物9为钢筋。The present invention is also characterized in that there are
本发明的特征还在于所述的空心胎体1上设置有阴角10、弧形角11、倒角12、凹槽13、凹坑14、孔洞15中的至少一个。如图8所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1上还同时设置有阴角10、弧形角11、凹坑14和孔洞15。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的外壁3的至少一个面上设置有十字形或者井字形或者米字形的凹槽13。如图9所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，侧面外壁3与顶面外壁3之间的所有转角均设置为倒角12，其所述的空心胎体1的顶面外壁3上设置有贯通侧面外壁3的十字形凹槽13。The present invention is also characterized in that at least one surface of the
本发明的特征还在于所述的空腔4中设置有加强件16。如图10所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，左右侧面外壁3上设置有贯通上下表面的竖向凹槽13，其所述的空腔4中设置有加强件16。The present invention is also characterized in that the
本发明的特征还在于所述的加强件16为预制的空心杆件，空心杆件的两端口与外壁3外部相连通，形成连通的孔洞15。如图10所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，左右侧面外壁3上设置有贯通上下表面的竖向凹槽13，其所述的加强件16为预制的空心杆件，空心杆件的两端口与外壁3外部相连通，形成连通的孔洞15。The present invention is also characterized in that the reinforcing
本发明的特征还在于所述的空心胎体1上设置的凹槽13与空心杆件16的连通的孔洞15连接相通。如图11所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，侧面外壁3之间的转角部位均设置为阴角10，其所述的空心胎体1顶面外壁3上设置的凹槽13与空心杆件16的连通的孔洞15连接相通。The present invention is also characterized in that the
本发明的特征还在于所述的外壁3为平板、弧板、折板、波纹板或其组合的外壁。如图12所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的侧面外壁3为弧形板外壁。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的外壁3上设置有至少一个活动的可拆卸式连接盖板17，或者盖板17上有增强物9露出。如图13所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的顶面外壁3上设置有一个活动的可拆卸式连接盖板17。The present invention is also characterized in that the
本发明的特征还在于所述的连接盖板17上设置有与空心胎体1连接吻合的连接件18。如图13所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，空心胎体1的顶面外壁3上设置有一个活动的可拆卸式连接盖板17，其所述的连接盖板17上还设置有与空心胎体1连接吻合的连接件18，同时在顶面外壁3上设置有一小凹孔27便于连接盖板17提起。The present invention is also characterized in that the connecting
本发明的特征还在于所述的空心胎体1的底面上的撑脚2下设置有底板19。如图14所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1上设置的撑脚2下还设置有底板19。The present invention is also characterized in that a
本发明的特征还在于所述的空心胎体1上设置有接线盒20、电线管21、风管22或者水管23中的至少一个。如图15所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1上设置有接线盒20和电线管21。如图16所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1上设置有风管22和水管23。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的空腔4内局部或全部填充有轻质材料24。如图17所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的空腔4内全部填充有轻质材料24，图示轻质材料24为膨胀珍珠岩。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1上设置有凸台模块25。如图18所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的侧面外壁3上设置有凸台模块25，图示凸台模块25为空心模块。The present invention is also characterized in that the
本发明的特征还在于所述的凸台模块25为粘接、焊接、铆接、承插、卡套、螺栓连接固定于空心胎体1上，或者凸台模块25与空心胎体1为一体成型的整体。如图19所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，空心胎体1的侧面外壁3上设置有凸台模块25，其所述的凸台模块25为铆接连接固定于空心胎体1上的空心模块。The present invention is also characterized in that the
本发明的特征还在于两个以上的空心胎体1可连体组成单向、双向或多向的胎模组件。如图20所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的两个空心胎体1通过连接件18连体组成单向的胎模组件，图示连接件18为连接板片。The present invention is also characterized in that more than two
本发明的特征还在于所述的空心胎体1的一组相对两面外壁3平行。如图1所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的一组相对两面外壁3平行。The present invention is also characterized in that a group of opposite
本发明的特征还在于所述的空心胎体1的二组相对两面外壁3各自平行。如图2所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的二组相对两面外壁3各自平行。The present invention is also characterized in that the two sets of opposite
本发明的特征还在于所述的空心胎体1的三组相对两面外壁3各自平行。如图3所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的三组相对两面外壁3各自平行。The present invention is also characterized in that the three sets of opposite
本发明的特征还在于所述的空心胎体1上设置有连接件18伸出。如图21所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1的前后侧面外壁3上设置有连接件18伸出，图示连接件18为连接卡套。The present invention is also characterized in that the
本发明的特征还在于所述的撑脚2为固定脚。如图22所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的撑脚2为固定脚。The present invention is also characterized in that the
本发明的特征还在于所述的撑脚2为活动脚。如图23所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的撑脚2为活动脚。The present invention is also characterized in that said
本发明的特征还在于所述的撑脚2为活动分体脚。如图24所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的撑脚2为活动分体脚。The present invention is also characterized in that said
本发明的特征还在于所述的撑脚2为砂浆硬质脚、砼脚或者塑料脚。如图24所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的撑脚2为砂浆硬质脚。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1或/和撑脚2上设置有固定或分体的定位抗浮件26。如图24所示，外壁3围合形成有空腔4的空心胎体1，空心胎体1的底面外壁3上设置有撑脚2，在撑脚2的外壁3上有空心胎体1的外壁3的胚体边接合的胶结带5，胶结带5设置于两撑脚2之间，其所述的空心胎体1侧面外壁3上设置有固定的定位抗浮件26，图示抗浮件26为铁丝。The present invention is also characterized in that the
本发明实施时，可先在摊开的模具上，摊铺水泥砂浆玻璃纤维网格布料浆胚体，然后将模具围合，将料浆胚体边接合胶结，形成外壁的胶结带5，在最后形成的接合胶结带5的外壁3上，在胶结带5的两边设置撑脚2，待料浆硬化后，养护至规定龄期，即得所述的空心胎体During the implementation of the present invention, the cement mortar glass fiber grid cloth slurry embryo body can be spread on the spread mould, then the mold is enclosed, and the slurry embryo body is joined and cemented to form the cemented
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810303991.5A CN101353917B (en) | 2004-09-02 | 2004-09-02 | Hollow carcass for filling cast-in-situ concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200810303991.5A CN101353917B (en) | 2004-09-02 | 2004-09-02 | Hollow carcass for filling cast-in-situ concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2004101552725A Division CN100412286C (en) | 2004-09-02 | 2004-09-02 | Cast-in-situ concrete filled hollow stuffing |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101353917A true CN101353917A (en) | 2009-01-28 |
| CN101353917B CN101353917B (en) | 2014-12-10 |
Family
ID=40306907
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200810303991.5A Expired - Fee Related CN101353917B (en) | 2004-09-02 | 2004-09-02 | Hollow carcass for filling cast-in-situ concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101353917B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001003898A1 (en) * | 1999-07-12 | 2001-01-18 | Febra Antonio Francisco | Lost mould element for manufacturing reinforced concrete flat slabs |
| CN2466272Y (en) * | 2001-02-02 | 2001-12-19 | 陈少军 | Structural member for building |
| CN1403667A (en) * | 2002-10-25 | 2003-03-19 | 邱则有 | Modular formwork members |
| CN1462678A (en) * | 2002-05-29 | 2003-12-24 | 邱则有 | Method of making hollow tube for reinforced concrete |
-
2004
- 2004-09-02 CN CN200810303991.5A patent/CN101353917B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001003898A1 (en) * | 1999-07-12 | 2001-01-18 | Febra Antonio Francisco | Lost mould element for manufacturing reinforced concrete flat slabs |
| CN2466272Y (en) * | 2001-02-02 | 2001-12-19 | 陈少军 | Structural member for building |
| CN1462678A (en) * | 2002-05-29 | 2003-12-24 | 邱则有 | Method of making hollow tube for reinforced concrete |
| CN1403667A (en) * | 2002-10-25 | 2003-03-19 | 邱则有 | Modular formwork members |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101353917B (en) | 2014-12-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2003050363A1 (en) | An mould element for making a reinforced concrete floor of space structure | |
| CN101353917B (en) | Hollow carcass for filling cast-in-situ concrete | |
| CN100537980C (en) | A kind of hollow die for pouring concrete filling on site | |
| CN101255747A (en) | A kind of cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab | |
| CN101298794A (en) | Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab | |
| CN101319571B (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN100537978C (en) | A kind of hollow die for pouring concrete filling on site | |
| CN101319575B (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101319578B (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101319574B (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN100545394C (en) | A kind of hollow die for pouring concrete filling on site | |
| CN101733838A (en) | Hollow carcass for filling cast-in-situ concrete | |
| CN101333873A (en) | Hollow carcass for cast-in-situ concrete filling | |
| CN101301772A (en) | Method for manufacturing hollow carcass for filling cast-in-situ concrete | |
| CN101319570A (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101319572A (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101368425A (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101319576A (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101319577A (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101319573A (en) | Hollow tire body for cast-in-situ concrete filling | |
| CN101343903A (en) | Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab | |
| CN101368416A (en) | Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab | |
| CN101343904A (en) | Cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab | |
| CN101230689A (en) | Hollow tyre body for cast-in-situs filling concrete | |
| CN101328747A (en) | Hollow carcass for cast-in-situ concrete filling |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: HUNAN AGRICULTURAL UNIVERSITY Free format text: FORMER OWNER: YAN JINGCAI Effective date: 20101101 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410007 NO.703, UNIT 2, BUILDING 2, NO.146, SHAOSHAN MIDDLE ROAD, YUHUA DISTRICT, CHANGSHA CITY, HU'NAN PROVINCE TO: 410128 HU'NAN AGRICULTURAL UNIVERSITY, FURONG DISTRICT, CHANGSHA CITY, HUNAN PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20101108 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Applicant after: HUNAN QIUZEYOU PATENT STRATEGY PLANNING Co.,Ltd. Address before: Furong Road in Hunan province Changsha 410011 cities in Hunan province Hunan province Changsha city two 59 Suncheon City 28 floor Applicant before: Qiu Zeyou |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |